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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 lorHa Departmentq BCIS Home Log In ;• user Registration Hot Topics Submit Surdwrge i Stats&Facts PublIcatlons FBC Staff I SCIS Site Map ! Links search ` 3usines a Professional ProductApprovalvol USER:Public User Regulation 1fl1E11gPRll1t 11ME1t1riQ1� Gnwh•rt nemrnvnl Pcnducf or Annlicnrfon ql—b>gr'11HOnn test>Application Detail FL rr FL369-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. AddreSS/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bteeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory AccoMion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer `( Evaluation Report-Hardcopy Received _ Florida.Engineer or Architect Name who developed the Walter A..Tdlit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE "P Validation Checklist-Hardcopy Received Certificate of Independence F{ PG ft1CCOHRI N :1 ()NltVN7._ILL. Referenced Standard and Year(of Standard) Standard year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 3 Option D htip://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/07/2015 Date Approved 06/22/2015 summary of Products ` FL# Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ -Drw 15-086 bottom)for storm protection Limits of Use Installation Instructions j Approved for use In HVHZ:No Rt 3fia Ra 11 A.5 SA,INC 17ji�1(�.LS-JSb.ndY Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes f Design Pressure:N/A Evaluation Reports I Other:Large Missile Level"D'.Max span Is 12'-7"for 35 psf positive EU-gg a!3 AE A.S.S.A.INC.; P.F.R. �i WC II S•�i~••t;.C�i( ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,S'•Z"for 110 psf ASD load for HV3 blade w/o window blade and 8'41"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unlson.Max,span for HV3 blade w/o window blade for Installations Into i Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84' i for+64,-64 esf.See sheet 5 for otherspans and ASD pressures. 89. Bertha HV Accordion Snuffer-Blade 1 Only- Extruded aluminum Interlocking blades retained by tracks(top and Non•HVHZ-Dnv IS-085 bottom)for storm protection i Limits of Use Installation Instructions Approved for use In HVHZ:No P(,,",$9 R8 It A.S.$A,L, DRWG.SS-08S.nA1 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D'.Max-Span is 16'-0"for 30 p.s.r negative F1.3R9 R8 AE A.5-5.A.INC, P t.R. DRWG.1 5-fi65. nv.ljf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV3 blade,W-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.L for metals stud mountings and 8'-0" for 110 p.s.f.for HVL and HV1A working In unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 1389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking Wades retained by tracks([op and (Non-HVHZ)-Dnv 15084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL399 RS A A S.S.A.INC. r)R%YG.15-084.Wn Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. iImpact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.1610'span at 30 p.s.r ASO load for Blade 1 F1 164 R9 AE A.R.s.A.If4C, p.,F-R. DRWGr 15-n54.naf and 18'-0'for Blade 2..See schedules on sheet 12,25 and 28 Created by independent Third Party:Yes �respectively .dx!EF Contact Us::1940 North Monroe Street-Tallahassee FL 32399 Phone:aS0.487-1874 The State of Florida is an AAJEEO employer.Copyrfaht 2007-2013 State of Florida-::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records,If you do not want your a-man address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.407,1395.'Pursuant to Section 4SS.275 (1),Fiarida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The ernalffi provided may be used for official communication with the licensee.However email addresses are Public record.If you do not wish to:supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click bore. Product Approval Acaptin lts��ai\l'Cl{rti y.\li)V({t.5 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5.,. 7/16/201.5 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EO.)FNS BEEN VERIFIED FOR COMPLIANCE DI ACCORDANCE WITH THE 2014(5th EDMON)Or THE FLORIDA BUILDING SHUTT CODE THIS ACCORDION ER SYSTEM SHALL NOT BE INSTALLED AT HCH%nOCITY HURRICANE ZONES. DESIGN W20 LOADS SMALL BE OETaDan AS PER SECTION 1520 OF THE ABODE MENTIONED CODE,FOR A BASIC WIND SPEED REGUAED BY THE JUASDVBM WHERE SHUTTER WDLL TABLE OF CONTENTS BE INSTALLED WITH A DDKCTIWWRY FACTOR Kd-0.115,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ALSO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRO 15,19&20. IN ORDER TO VERIFY 714E ABOVE CONDDION.ULTWTE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SA3L BE I= REDUCED TO A&D.DESIGN WIND LOADS AREA•1: HV BLADES(D rk QA BY MULTIPLYING TEM BY 0.6 IN O(UTRTO COMPARE THESE W/MAX.(ASD)DESCH PRESSURE RAT;HGS INDICAATED 01 SHEETS it THRV 15,19&20. GENERAL.NOTES SHEET 1 IN ORDER TD VFR$Y THAT COMPONENTS AND ANCHORS ON THIS PLED.,AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS J9E USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER STEWS ADEOLUCY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENMRNED CODE AS PER TYPICAL SHUTTER ASSEMBLY 35-44 AD_REPORTS: SHEET 1 IWINDOW BLADE&WINDOW DETAIL TYPICAL. -NV BLADE d1 (0214.01-03.J0715.01-03,17004.01-05.11214.01-05.#0317.02-06./0609.01-10 AND/5210.01-11 AS PER TAS-tot.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2- ITV BLADE n AND W WINDOW BLADE Q AND E-1996 STANDARDS(IRS50.E LEVEL.D.WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. ,OMERE APPLICABLE) -HV WINDOW BLADE 9#0505.01-0IS AS PER ASTM E-1686 AND E-7996(MISSIS LUST.0,WIND ZONES 1,Z-1)BASC PROTECTION ONLY AND#OWA7-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER a"AMN&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE AND HN WINDOW BLADE® ARE ENGINEERED TO WORK IN UNISOH WITH EACH OTHERUNDERTHE GENERAL LIMITATIONS AND CONDITIONS OF 115E INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PNS(HV SCRIMS),USED AT&ADTS KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS STALL BE 1142.75'AND 114.1.75-RESPECTIVELY,410-FIT MINIMUM SERIES CEIETERWIE GET AIS IN SHEET 6 STAINLESS STEEL SCREWS WTH 135.0 Lal YIELD STRENGTH AND 100 bi TENSILE SIREN 111.PNS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SISTEL AS LAWUFACTURED BY APPROVED CENTFFMATE ALTERNATING DETAILS W SHEET 9 COATING APPLICATORS,REGISTERED WITH AUDLCAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE AIV MAWNG ON THEIR MEAD. 4,ALL ALUMINUM EATRUSIONS.SFAIL BE ALUMINUM ASSOCNTNJN ALLOY AND 7EMPFA AS IN=ATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 Loi AND 35.7 TCT FOR END CONNECTION DETAILS 1-6,CONCRET.-ALOCK SHEET 10 6005-15 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE.&BLACK SFt=.ET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50015 WITH 50 W MDI.YIELD STRENGTH AND 90 Ami EON.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SH EEF 13 AND SHALL COMPLY W/FLORIDA M LDIC CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK 5HEEF 14 S.DOLTS 70 BE ASTM.0-307 CALVAl07Ep STT3L OR.ISN 364 OR 316 SEl2N3 STAINLESS STEEL WITH 35 faE LOhYUM YIELD STRENGTH- ANCHOR SCHEDULE-WOOD SHEEN IS 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECfICAM NS:W BLADED: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE Q&Q5 WOAONS IN UNLLSODq 12.13&15 INSTALLATION DETAILS S-X,WOW SHEET 17 &THIS SUM H.V.A CORMON SHU rE11 SYSTEM OEARS A U.S.PATENT#6.779"582 COMPONENTS OF TOS APPROVAL ARE COVTRED•IN WHOLE OR N PART EN U.S.PATENT 15"458,179 ISSUED TO FA57FAN END CONNECTION OETAIS 7-12&X:WOOD SHEET 18 METAL SUPPLY,INC. 9.R SIALL FTE THE RESPONMMM OF THE C067RACMR'TO VEDFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS M BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFA./CAULK AREA 3: FIV WINDOW B &ONLY ALL SHIITER.COMPONENT EDGES WHICH RMAN,TUNU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT MND/PANS INI ISSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST REM PERMANENTLA&IN A VISIBLE PLACE WITH YARNING NOME DURING PERIODS Dr HURRICAJNE WARNINGS NOME OWNER.T M.W.OR OTHERS.MUST PROPERLY CLOSE ALL W AND HD CE/TEfJWES AND ENGAGE OR Lax ALL WAND HID LO= AREA d: W WINDOW BLADE in ONLY 11.SHUTTER MANUFACTURER'S LABEL SR-LL BE LOCATED CH A READILY vwLE LOGToN AT ACCORD IN SHURE2 IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING COOE ONE IAB].SKALL BE INSTALLATION DETALISD METAL STUD WALLS SHEET 20 PLACED FCR EVERY 0PE78NG LABEILHG To COMPLY WTDH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERDHA H.V.ACCORDION SHUTTER SYSIFL•S INSTALLATION SHALL COMPLY WMi SPECS INDICATED IN TOS DRAWING PLUS ANY BUIDING AIM ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PETIT IS APPLIED To. '13.(0)THIS PFA.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFL^,PROTECT:L,VAIME THE SITE CONDITIONS DEYNTE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION CNCLUDINO LIFE SAFETY OF THIS PRODUCT.BASED ON THIS PF-C.,PROYDFD HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DDCUMZNL ODNSTIUCTDN SAJETY AT SITE IS THE CONTRACTOR'S RESPONSOUNY. (C)THIS P.E.D.WILL BE CONSIDERED WA ID D•ALTERED BY ANY LKMS OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PR PARED BY A FLORtOA REGISTERED ENGINEER OR ARCHTECr WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DEIFSATED ENGINEER M THE P.ED.ENGINEER.:MEW.SUBMIT TO THIS LATTER THE SITE SPECIFIC BMW=FOR REVIEW. (C)DRUM P.E.O.SHALL DEAR THE DME AND ORIGINAL SEAL AND 9SM47URE OF THE PROFTS9ONNL ENGINEER OF RECORD THAT PREPARED R. 1n FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone �>~: •�1.jj4,, _ ®2015 EASTERMETAL SUPPLY,IN C ticP .�'r BERTHA HVTM 1 Accordion Shutter Sys tem0.- ILECoN A, A RADE#1 W/OR W/O KV WNDOW 9-CE • cc��' '•>f a TILLT TESTING ISL ENGINEERING COMPANY /American Shutter Systems DISCRrrm CATH DRAAN BI: ML. �OT• �{+ T`OF, NM's.•.N.W.XV0 ;L.Sro.305.VAD.HA GWMD -fLOFMA 33161. Association, Inc. t DUU i l-}92 4/13/15 000 4/73/l5 Pr-:(305,871-1530.FCA:(305)671-1531 4268 Westroods Drive 2 .., DRAWING No 'y��UHt�•' �� ����67•�-��++ West Palm Beach. s=1. 33407 s s 15-085 '"n„ NAL ENG1a�` WALTER A ltltf.b.P.E M 6 I� P,E. SEOr: 20 RI. C�i FARE/DATE nORCM U.1.4167 5"s -tr ran R.0L11 B" . VAfi•S 1..191' 1s1a• + 71L +• + � [ 1 4. COVERED UNDER US PATENT 5458179 OED UNIVERSAL HV 90•/18(r STARTER ERSAG BLOATER -7Y• QUALIFIED FOR USE W/ FBLADED O� DIRECT MOUNT BLADE 1 HV WINDOW BLADES 6CD5-TS ALLOY ANDD TEMPER QUALIFIED FOR USE W HV 60 6063-T6 ALLAY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19BLADE 01 . 6063-76 ALLOY d�Huu TEMPER Z"'I 6063-T6 ALLOY AND TEMPER 1 '124• Li A95' i A70' .556' ... ......_._. .994' n 679• 7326• _ 72 1 842 �• ffL }C2j Als 2M2• 3 4. ' 0.07• i'- —_o.o�Z V P rQ, �g o ta7s• - 3, 6 V HV WALK—OVER TRACK My D�• BIAOE 01 QUALIFIED FOR USE W/ HV @)HV TRENCH TRACK ss• 6063-T6 ALLOY AND TEMPER BLADE L1J QUALIFIED FOR�USE W/IfV l�7tl '�����n BLADE 7' 6063-16 ALLOY ARO TEMPER •BLADE V ONLY. V HV RAINGUARD Q G063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/HV 6061-T6 ALLOY AND TEMPER - wt3E6 1-936' BLADE t' Lg1S VNLES 1.936' 6063-T6 ALLAY D TEMPER • 1.917' ,.,1 j 093 ez� i ..�• ._ 083• 3• ' .100' .12• -0�• _.____' _.� c 870 .093" ,_093-• �' + 670 1.686' � 4z�A 670. • 20.__......._ 3 1 i H�jLING HEADER � HV HEADERZSILL (1 f3 HD AILING HEADER/SILL L 67q -t ONLY QUALIFIED FOR USE W/HV BLADE(DONLY lam. SEE SECTIONS FOR VALID 6063-T6 ALLOY AND i[MPEt QLV"FIED FOR USE W/HV BLADE TD 14 HD WALL HEADERISILL SEE SECTIONS FOR VALIDTTY. QUAUFIED FOR USE W/RV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADEiQ ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A a TI TZ 0-,� 2• 5'MAX. 1/B" 7/a2' S'M0.10-192- 0.192' . 1 SIDE ANGLES �0 CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES 19 2.5' 7'M;uL. 0.190' D.teO' QUALIFIED FOR USE vY/HV BLADE. QUALIFIED FO USF.YIf HV BLADE 1 6063-T6 ALLOY AND TEMPER G063-816 ALLOY AND TEMPER Y 5'MA%.+D.139' 0.131' 6063-T6 ALLOY AND TEMPER FtONDA BUILDING CGDE(Non High Velocity Hurricane Zone N.I i((4T''4 0 2015 EASTERN METAL SUPPLY.RNC. :........... �� -- — BERTHA WTIviM Q:'ti�0EN5F ' A S S A Accordion Shutter System [TiLE C O L N.. . ■ . . FLV.BADE&I WZ OR WZO KV.W=N HIDE Ir= American Shutter Systems OacvPnoe cAa OtuFlrs,: N TILLIT TESTING& ENGINEERING COMPANY OF r ws3 s fir,S21 � •;nom 31, Association, Inc. 1 OLD t L-192 1ft3/15 DAIS: 4/13/15 STATE Mar- _ (305WI-1530.F.:(3QSi87L-LSSI 4268 Westro0d9 Drive 2 OZl'/IkG N0 ,�� f(pRtOr-C���� • 41.rooari r West Palm Secch. FL 33407 3 L WIR AEB- "n_PZ + 085 P.E. �/ft+J61G1�b111�RE/Oni£ RWOA Lx a"to a SHEET e 2 OF 20 4:.. 9' 4.57645' F' CAST 1 t=:D 1tOVF+CDu+t6. 1 wrnom VE VSi STNS. .740. OAMm PIA1:[D (7 TmJ warsD+c Utud � g - o • � � ` O9f♦D DAT6ifD � -I i• L TMa r 4 �D9 0 13 E al ale_ •�. �,,, 't .q+ Le.+cfl's(Oi+D9E (O4sIpYE PlATC7J 21 HV CENTERMATE +.3 HV EGRESS LOCK OLIALFlED t & ONLY HV FLOATING CENTE�IAjI • I ® , 6063-T6 ALLOY AND TEMPER IED FOR USE 7f/ Hv QLADE E! & I ONLY S' QUA 11 OR USE W/tiV QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER B1ADE�1 &C�ONLY. BIADE OI &®ONLY. IFIED FOR USE W/HV BLADE(I)ONLY Q°• 16• e 4' 6063-T6 ALLOY AND TEMPER PL4sw READ fe" 1.756• 9 MOLDE1 TD a, SC EN 2079• +.7 o-- -:360'AFTER RIVETING 4o (r °a• wl 1/4"9-20 X~3/4" eEFORE RNE107G 'rte ",yam 1/4"0-20 RIVNUTs S.S. THUMBSCREW f g a *secs 9Nt ALUMIMM(70:4-T3 ALLOY)LAME FLANGE RCI (• I__,".�7` __- _.•.. ?2, SinT MIF".PW 10620.AS Mh%UV�6Y AV= .� PIAN FROMI LLLVATXWI ( HV MALE ^T" LOCK CEN c1ceTY 1o11av+.PXW^PPL7A'.ta:+A.,ascr=4 OR cow-z. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/FN BADE t ONLY IjV FEMALE "Te LOCK CEN(TEERMATE V "T' LOCK HV ALTERNATIVE LOCK QUAUFIED FOR USE W/ HV BLADE TOONLY 6083-75 ALLOY AND TEMPER pVASlFTEO FOR USE LO HV BLADE 1 ONLY W/•y4V BLADE ONLY.FIED FOR USE QUALIFIEDBIAD E(✓i ONLY. 6063-T6 ALLOY AND TENPEk' 6063-76 ALLOY AND TEMPER _—I 3.161 .TNMOnm O61• Crt.iNCER OR .274• .0"+1 _.O6Y. .._ "S:,_„ HEY CYUNDER .214• IR o .�' rl 0.670'u:9. .405 v n o 1.125'Yw. D O 0 C T ° o ^ OUNJFIED FOR USE W1 HV BLADE 1 do A HV QUALIFIED FOR USE W/ EMT, A I 6063-76 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER ND S Eff + VARIrs.12'MN. QUALIFIED FOR USE W/HV BLADE 1 &C 1I i r +/�����,h+• - 1.+y0• 6063-i6 A110;AND TEMPER N I (gE Dc" _ OR rEr J .....__ ,. f1S * �........_.. W, GYUNM 1.78" R LOCKING ROD1/a'o 4 H - L.373's D LOCK QUALIFIED FOR USE W/HV BLADE OI }IV 3 ^d_16 ACETAL HV 1j4" 0-20 AISJ 304 DY REGENT HAROWORE MQ'OISE LOCKS SERES 2333 HO�O�X DOLT LOCK 6063-16 ALLOY AND TEMPER FRIES S.S. THUMBSCREWS OUAUIIED FOR USE W/HV BLADE(D& OA U.EDAATAnTFtACKS LL REQUIRE A 7/16- HOLE FOR PROPER EMBEDMENT - QU:�iALIFIED L FA BLADE QUALIFIED FOR USE W/ tN BLADE lO FLORIDA QUILDING CODE(bon Hi h velocity Hurricane Zone .... h 6 2015 E*lERN UTA;.SUPPLY.WC. pENSF J9 ° BERTHA HVT. _ = Accordion Shutter System EC O t �. FLK 11ME#1 W/CR W/0 KV.WtW BADE T TILLH TESIINC& ENGINEERING COMPANY C,American Shutter Systems n - DCPp0pN DATEAssDwan DY: u1 ' €S' •4+;, kr` 268 Westron, Inc. + OLD a-Is2 4/13/I5 Duo +/13/Is cas e.s.3w.$c.:1..aos.wlc;+ra cMLu.s,noa�all ......�--�La t Pol Beach, Drive z DpAY,TNG No ` ATTALTr�can Wes! Paim Decch. FI 334D7 �.`�..``` �D—°DDe7,9 15-085 FAFNnnnn'LLl FLr�E4 Mc I At167 S SHEET P.E. SEAL/SIG NATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/e•o HV (D HV 6A 12•M VICE 41 ; TO BLADE Q HV BLADE 1 I 1!� -, P I - W IN whim BLADE .0625' Z6,25 .0623• IIV BLADE 1A Y I 1 up=Y�Y HV LONG RECESSED NYLON BUSHING ; �rx IIS n KNUCKLE BLADES •m OPEwN -0625 '`t876' �) Y ® WSHORT RECESSED NYLON BUSHING � \ 0.0 ® HV NYLON HAT WASHER 0 O® 1 o I FIAt PLMIIWI Rt./( 3•A' 4@ HV WHEEL. CARRIAGE AISI 302-303 SERIES I II — 4," 4 I �/�2.150' X 0.870 x3/16•THICK NYLON WHET. 3 I 1 ® w 2 2/6•ereE w"T'Dw 0.188'0 NSI 302 SERIFS 5.5. RIVETS ? l 315a CLEAR ye,AIRATICH A62s' a.r0o' ® HV 1 3/4"ACCORDION PIN W/ 18 HEAD * EXTERIOR 7L i ppp 5 3/4' sem,-'9NScs ® IN 2 3/4'ACCORDION PIN W/¢8 HEAD * -I 411 4'1�' a I• � . � ^ wit/4 ® POLYCAR80NAtE IMPACT RESISTANT HV WINDOW j j b�; ' I 'TYPICAL HV WINDOW BLADE inA AND POLYCARBONATE HV WINDOW DETAIL OOR 4 or @ ((SEE HOUR)REOUMEWENT5) � i (DOR® I *PO Y AABO A IMPACT RFSISTANT HV SmIn�OW I 13AYER M.AKRCLON 3103 POLYCARBONATE * 1,1 I l 12•wry cE RESINS, W-STABIUZCO GRADE OR SABIC PIN �EQWREMENTS AT EXTERIOR BLADE KNUCKLE FORx ro MAAE INNOVATIVE PLASTIC LEXAN 103 RESIN I @ 0R® I (SEE NOTE 'F" ON SHEET 18). (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR 13 I I POLYCARBONATE SOURCES FOR s I HV©BtaDE. TYPICAL SHUTTER ASSEMBLY EXTERIOR APVLCMXr 1 �:f N"-s' ..�PM AT 41momCC •w®I� (2) HV PIN @ MAY BE USED IN LIEU OF©AND ONLY AT E71 e"RIBR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 m0}24' BLADE'S KNUCKLE. ffiSAu BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 3 (SEE NOTE FOR san q o.N Am Drn o0o an' Dou mA .04 Q RfOUIRQ/CNTS) �- ! i 1 ..; ifk9tL YEp 5T141CM ASN W6! PAOD D+1 D^'.00 P�1 7 l (3) HV PINlRQF01 N @OR ®W/ 1 fY O.D. 1/16"THICK S.S.5.5. WASHER Q y 1 j IU.U631. S[ID ASN OTA 13300 pat 13,470 pw1 Nmeu uuns AM DIw moDm 041 ,waCm p.a, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER OFTAIL X, b� ��� Ili I W-60 SHEET ? �, 10,011ta I'm ASN C:w 16 1T-,. 17 n-cl WHEEL CARRIAGE DETAIL DOIm : ASSEMBLY LAYOUT 1i0C or 8"" Mi,11 twas C-1 C= o-1 moas HT.'S— r Ka+I1Q1 at"DIM 1M T vm r > Am D1z TINSEL 4=4111 A"M A•'1,616 P Pal400 Ws nHV BLADE SOLID_ 1-1 HV WINDOW BLApE DETAILS TMmL 4i a5 DT-PL"`Anm-D Ai"4x `"'°". 6660061 FLOR1M BUILDING CODE(Non High Velocity Hurricane Zone K.S�Pt�R A.j 0 2015 FAMTRN VEiAL SUPPLY,INC. .............. BERTHA HVTM A.s.s.a. L E C O I>N t:. Accordion Shutter System American Shutter Systems HY.RACE#iCH W/0 H.V.YANCON WL TILUT TESTING & ENGINEERING COMPANY D�°y°DN wLtt aw'wN BY. u1. Association, Inc. I OLD 11—t62 <134/13/15 O: ATE OF au4 11N. u" 5)jI I5W I w c M)8 1-153 ui / /t3 OA1E Ivc6c:Iw.---tato. , :I:O6)a21_lss+ t Pal We each,s LDrive3 x DRAWING No M®=oros2,s west Palm Beach, FL 33407 3 15-085 %SNAL EN �� 63LT(A A tYLR,Y.1Z + P.E. EIJd!/61;W,URE/DATE R°°A ++167 6 SHEET 4 OF 20 �5AJa�, *NOTES ON HV LACKS AND CENTERMATES: A 0 C 0 kY• o Y N 5 T 0 • a 1. ONE HV LOCK®or SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105;AND FOR INSi 110NS ANY ELEVATION.FN LOOK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,AITACNm TO CR 1 cENfEfiMTFS W/(2) 7 f4'0-20 K 1/2'LONG FLAT HEAD S.S.►(S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ATION. PERFORAqXE OR FOR SECLTM TO lam^' LOCKS OR MAY BE USED 15 AN INSIDE OR OUTSIDE LOCK.CONNECMN OF LOCKS TO UCEN(ERMATES ORSHALL BE AS MDICATED ON NOTE(1)ABOVE- I.QN OF LOCKS SHALL BE AS INDICATED ON TYPICAL SKITTER ELEVATION. N 3. QVII)ONIAL COMMON II /2 5 US171 W/iW0 H.V.IOCKS1:LOCIONC RODS ARE NOT REWIRED AT�LURRICANE POSMON.BUT MAY 4 �omSOja�• •' BE USED IF DESIRED To ENHANCE SHUTTER PERFO LOCKING RODS Q�OR AN ALTERNATIVE DENCE MAY ALSO BE USED AT STACKING PosmON (NON HURRICANE POSOTON). '• = I'lF •ONE W LOCK STALL BE USED AT CORNER cENTERFJATES FOR ANY SPAN AND QISTALIATIONS AT ANY ELEVATION.HV LOCK or SFULI.BE USED A5 AN OUTSIDE OR INSIDE TACK• a ATTACHED TQ®CORNER CENTERMATE W/(2) 1/4 0-20 A 1/2•LONG FIAT HEAD SS.Ms TWD LOCKING RODS(1) AMNOLSUUT TOP�BSHUTTER SPAN SHALL OTIbM SHALL BE BE MIERLONED.AS PER SN OF LOCK CHEDULES SHOWN BE AS ON SHEET 112 SHUTTER ELEVATION. U9f�tR}�a� s s F' ONE A17FlHNATE'LN LOCK MAY BE IN AY F HV LOCK or FOR AttT SPAN AND 1 n (',gAO 1 � INSTAIATIOFTS AT ANY ELEVATDN. ERNATE LOCK1 MAY FIE USED AS A7 SLSE OR OUTSIDE LOCK.ATTACFIMENT I"Ifl9-- RNNUr AS SHOKOF /N ON SECTIO �SHEET4-SS.THUMBSCREW 8 ONE LOCK SHALL OR 0 BE USED AT 11SHAM BE /2 OF/S fMTER SPAN OR TWO L / LOCKS AT 1/3 OF SHUTTER SPAN. 6,UAMrlsTDW CONDRIOH 03 FTMM�rEYSTON MotsmNO�aTAI IAMM— ONE FN LACK or or�§SHALL SE r 4IJ USED AT 1/2 OF SHUTTER SPEW FOR ANY SPAN OR 12'A9G/E OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TD,96.AND FOR INSTALLATIONS AT ANY ELEVATION.MV LOCK @ or®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACIHm TO 63 or 0 sYuwETRIGL CENTERMATES W/(2)1/4'-20 x 1/2•LONG FIAT HEAD SS SEE END M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(S"`3r W/ H($ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. D^;MLS ON D A Y N 1 J K s4rus 10& 1HEIC pHT.FULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 uaanm .. ..... CE14TERA4ITE ONE ALTERNATE HV•I•LOCK dt]MAY BE IN Hlm IN UEU OF FHV LOCKS OR $FOR ANT'SPM7 IJiO r\�®LUNO m I STAllAT70 AT ANl•ELEYAl1DIH.ALTt`}iIUOE LOCK li0 Y BE USED AS NJ PJSIDE OR. 510E LOCK ATTACHMENT ��LLSJ� cam, 07 100�y, LEUT 1 D' t N.J-I' -@- ------@'O 1iou©•O7 ' M A80✓'AN 4+BEL.OWINIDSPAN.UQ F 71fY0 L10f NG RODS�S�TOP At1D EOTOM AIS�MAtim1TORYPAN 0.Q 12' 8 • s}.�a)Ug`��(;�,• *�Q�ES ON Hb�,OC�& CENTERMATES: t.THD LOOK(s��y/NO r�MATES(3i OR s w�ONE ALTERNATE HD LOCK©UAYSE USED RI LIEU F PICAL 6 HV BLADE SHUTTER ELEVATION HV LOC KS OR p TOR ANY SPAN AND MWALLANONS AT ANY MEVATIM ALTERNATE FD LDCK 0 MAY BE USED N.T.S. AS AN DLSDE ORa LOCK.ATTACHMENT OF HD LOCK 0 TO LS w/3 is x 3/8•F.H.SS.MS,AND INCLUDES REINFORCETAENT IN=SM SHOWN ON SECTIONS HDR-M AND SKEET 10.LOCK UAY BE 967ALLM AT LIIDSPAN OR 12•UWMUM B'SOW OR ABOVE MDSPAN.USE OF LACKING RDOS @ IS COMPLETELY OPTIONAL on i h elocity urr cane Zn., tots EASTETHN MtTAL SUPPLY,INC. Qom' BERTHA HVTN �\CENSF';9 Accordion Shutter System �E C O mNIC O DNC. AKV.aME 11 W/ALR W/O FIV.MMM MAE T1L1TT TESTING&ENGINEERING COMPANY American Shutter Systems „a an - a i STATE OF ct` 6J}SµM.JbR 5! SL.JO],HYT A G+RHS n }]1 Association, Inc. , OLD 11-192 4/13/15 DAL 4/13/,5 Pn :(X15)971-1510.Fc.:(N*)371-ta11 4268 Westroods Drive I West Polm Eeoch• FL 33407 a DRAWING No /ONAIti�o•++ ` WALIS A.�"J;.PE 4 15-085 SHEET P.E. SZZPj ((ttWR'E/DATE FLCNOA 44157 5 5 OF 20 POURED CONCRETE ANCHORS ♦ ' cavcRErE (SEE soa u(E ON SHEET u) I r ----OOR ® Ewsnxc I 1. to� {1 ) RE•StRiL�D _ EDGE OF ""I It iGR FIRS mWO `'-._ 4nAatN i(. ...—Sup f a sm 1(A 11x io aim jU9(1] ARUUFEE IXam� NrrLssma , r a 9EEi1)14 /)f 9 ? , AUEFt7ATE •i ' i i i i EJQiiIANA+ISY � ANCHOR , f: 1 1'�'nGN I I /I0.3/4NEXT WASHER HEAD 1.1 on DR 1i ale WVL TOt SCR O I2'O.C. EDCE OF r ]/B IWI. -CONCRETE ANCHORS 8 fi f (. 5EE SCHEDULE ON SHEET 13) �P t EXISTING `GE of vI '7E SLAB IF SUB B 1 • 1/Z l EDGE IF APPUCABIE i UK ZDVA Q1 APPLICABLE �0. O� . A1+pUrdm r PCONCRETE OURED POURED FIAT E'FAO CONCRETE ANCI+ONS 50=xt � , ♦ POURED R t 1.1. KA p[p (SEE SCHEDULE ON SHEET 14) i u 1m R/fi m ra CONCRETE AkC.HORS DAONsm --(DOR CONCRETE a 0. (SEE SCHEDULE at SHEET 11 .TRENCH 1N$TAUATION AUD ONLY FOR UP TO+70.-7S PSF ASD. Q HV FLOOR INSTALLATION t Q HV WALK-0TA VER INSLLATION DESIGN PRESSURE RATING&FOR SPANS PER CUD V CEILING INST SCHEDULE 03, SHEET 11 O CONCRETE ANCHORS �-^-'—�-ca •—_ t A (SEE S91 xu ON 1/4'0 riW SAM twom n/ W L+w 11X I O- a V' 1 npsmTc •n (vasnNG— FXQSi Ne _ TCDNX 4.0 ra ys I 1/4• GLASS'—' GV55 �ta 1L°m.�+�•i vm to , 'I'---� sr..+nn+m � W 1; rra��!� o a� tu%. ' D0 L i -i tui:onouc a 1q ,c ac rai w To s t ma+rro A 1 46'p tP Tsx+a t�� I'A iI i{ ;�yqz, ' I�Srr1NTr ACT.1011rrtiDax cz ' !! (T1P.J(OZ xOrE it ON SLEET f 1 I_C I/2• t3 oR 1� a" W100/4ER Hr� 1 �w 3/D Nix. TOK SCREWS ppwNr.scunvr—�� _ a 0 12.O.C. /14,J/4' HEX HCAD () 1 s' SEK SCRE'STS O 9'O.C. i - -- 14x3 4"5A.5. ;( A I .e ` 1/4'4'2Oa]/4'S5 NS OR 1 a'o-20 Ss.u.S. A CONCRETE ANCHORS / / _ 1 4' I t-evre:1(<•s-m Ours // 7 NUr O S'O.C. ' (SEE SCHEOULE ON „ "Q •O O S,0.C. ( ..J_ ' .i I.. ,• `�. O 1Y QG. 1 SHEET 14) - i?i----- i t 7 DR 18 1/y t I-_J t 7' i s z:oD oi+vi.s ` (Gc Of EDGE Off /14wJ/4'F.N.S.D.S. 51AB IF O S'O.C. 1 7 8'• 1 7/RAPPU CONCRETE ANCHORS r NOTE 1J(b) E NOTE 13(b) . POURED CONCRETE (5F?SOIEDU+E ON 011 SHEET 1 PDIIRED CONCRETE OH SHEET 1 :'' •.'•••.:.• p_ ..._00_00.......__-.._ OR CO`KREIE BLOcx SHEET 14) OR CONCRETE BLOCK . -"�"'- REaRED REOUIRED O KEYSTONE MOUNTING INSTALLATION cpf1� aaNc POURED✓ }IV WALL FLOOR INSTALLATION © HV WALL WALK OVER INSTALLATION W 4aAaN Asa NL—� .e..-Xx Pd REcuseED Wwnti sw7m Spm a-D• RAINGUARD I S 1i0)E MOM FOR CfIf.�NATKIN OF SECTIONS;: t M6 IHSTALATgY SKQL BE E.D.-EDGE DNSTANC E ADJACENT TO AN tWER/FR.E FXiT ♦SFE W�ATIONS OF 1150 FOR I-SEE SHEET 4 EOR TYPICAL SKMER (SEE SPEC71C ON MEET,3) OR ENTRANCE TnADE,A Dx SE[EET Ie. INSTALLATION DETAILS W f 1C) HV BLADE ASSEDOLNTI G SECIYJIS CAN BE CCUINNED ••••••••••••••••-�••••-•••--••�• W ANY WAY TO SLIT rm WWALunOH. FLORDA BUILDING CODE(Mon Hight Velocity Hurricane Zone ,,a1�sLR A.7i(� r,, ®2015 EkSTERN METAL SUPPLY.INC. BERT ENS�-' �/q- � � � � Accordion 3huttevSystem Z� ? i L E �d 1 N C. ■ ■ ■ ■ KV.MAA g1 W/OR W/O FLK WIWN RADE it !r /➢a„/iJ�:*e' American Shutter SyslemsIM DFscrarrla D.tt QRAWN er, NNL TIUJT TESTING k ENGINEERING COMPANY �= Association, Inc. I OLD 11-192 :13 a wTe a ,3 15 a'•. TATE DF Des H W.xr,�.SJ.3m.waNA cAcaDa.na�A i1 / / / / (WOVI-1550.Fa:(MS)871-1531 5268 WesirOOdS OrvY 2 DRAWING Na '. '•. \ � L Lx—O d— West Palm Beach, R 33407 3 Fc 6 op OQO 779 15-085 "k, IOWNL C�10 XTFLOALK/4476E 5 SHEET P.E_ STILf51GN6E/DATE G 7 OF 20 SEE END WALL 10 do 18 SEE Noris oN LDCKIRc RODS®.1rt 1DaLSQ oQ OUT Dn 1N J^�C�7NG GW°5 INSTALLATIONS WJ 1 HV *r^N°K'�"1,t ,� 0°U FOR ,I(J/ BLADE W HV CENTERMATES �nM�+�o i ®«®«©•OO«® t0-®« OR SEE >ao W t0•t�5«®• ©•®« l EXISTING CLAS DETAILS ON SHEETS ®«® � ----------- x;z'°T/a•,D'-x 8 « 9+ 1 5 3 °/�� 2' —.._.__.._._ a 1/Y 7• (60o T6 AALM OPPOSING AKLE W/(1),�/4,TAPM t/2. -U-@ SYMMETRYCAL RIC"01's To CC"CRM I - CENTERMATES (ICoANDTrOU) CENTERMATES WN.SE9ARAnoN (4)r7DA7/2.5LL5.TO TU$ 11 41"S.0 12• W/ HV LO--C��or�5 LOC J To CLASS AT vat ARME R I D.C.nu LENQR. W/ HV LOCK � or �� (SEE SCHEDULE 5 - �' * 5* �* 3 ON SNEER 11) FIN 112- 05 r— 1 ;*4u�V-0-o [•/gip 1 «®«®•O«®a10•®« a OUT a HVB ® O O O O O _VC 10•©m�'�®'©« H`/Q �« oR 6 7 «8«10+ 3« ��c7Ass -POURED caNCRETe OR ©•�-©«®•� �I r 10•®«© ®«Q �« — ——-5 CDF ONC TE DIOCX WALL CLASS "®°°�'®°®'®°` SYMMETRICAL �•7�• «�-7Q'�«— ! 8 •�«®��"� EDSUT I O CENTERMATES IN �•���•®«®,�« n�u.ssavnoN �- To aAss cLnss 1 W HV LOCK¢sl o�TtoNet (� `) WIN SEPNNTICN $ /--�"'� (INTERIOR) ®'®«Q�•©R 1®•�5 DN SFIEEr 11) To IXASS © — (SEE SCHEDULE 17—17N ®ONAl. _. �"®• _ �• ON SHEEP 17) (INTERIOR) ___—_ __—_—_ __._—_—._._ ...--._..__—_-- fI OUT -- CONCRETE ANCHORS o VARIES V�- 0if - * a ® $t X47 T _® «'0 OUT �_ 6 1/2•UAX.SLACK oUT (E)AOR) HVE CGJ CC33 HVF** HVD FLORJDA BUILDING CODE(Non High Velocity Hurricone Zone \,Tpllunig4h, ®2015 EASTERN&V&SUPPLY.INC. BERTHA HVTM EN A�S*S*A. Accordion Shutter System KV.(3ADE a1 W1 OR W/0 H.V.N1N)ON STILE iT:* American Shutter Systems , ,,� DATE URAx"1 or< ut Tkt - TILIJT TESTING k ENGINEERING COMPANY A3socrefion, Inc. T oLD t7-t 92 t/t3/15 DATE: 4/13/75 -O'• STATE QF 'a; b?55 TL1r.J6A.A.YI 9[O. .Fa ('3004.i-153 J31 .•• %•+V ,.(305)071-+Sb•Foa,(us�77-7537 t Pal'WD Beach, Drive z DRAMANANo °- T: OW67«+.ccn Wes. Palm E3eech, FL 33407 3., s�Qp�gL� �. •.ALS�"�..P.E. 15P.E."�AIr1L�A�1 E/QATE new Lx /4as7 5 I6 SN8 WALL CONCRETE POURED CONCRETE CONCR:-TE POURED CONCRETE AL \/ OR CONCRflE OR CONCRETE _ OR CONCRETE CONCRETE[ROCK / REWIRED BOCK WALL REQUIRED BOCK WALL REOUdZED BOCK WALL REOUIRED _ /-EVSIING GLASS EXISi1NC CLAW CON ANpiO �EJasma CUSS / 14TL 56'YM�f10"7 - ( 12•uIN E��TITY GL-.SS O 16'O.C, T -7 -F- 2 69tL TO CLASS(SEE WL 517AR43Mf WL SEPAW04 SCHIDULE ON 9 WSAOLS 0(A {SEE =i Ufl 97AF ICN ED EO i TO GLASS(SEE n TDR Ulm 0" .�7D OLA S srET iD QA�S(S E .3 50HeDU E ON SHEET 1/161 'MAX, ON 9ET 19 FOR 11 RJR alA'>E OAhO SF}2T SCtEDAE CN /1 KR 8A[E oA•O (6063-T6)CONT. HADES(�&Q➢ ON SHEET 19 rat 1/2' 1ON S EET�10 FOR ON S,EET 10 FOR ALUM.CLOSER (LOCATE AST ) -• SBAS(Dk QRADS©& gAE /211-1- RAMOR 7ODE ` 7/2.•WN. 1 OF(D) I 11+USE 1'00 2•WX /lOcl/2'SATS. I _-- OLS APPUCABLE).2•.1/W.0•-2' I _---- O.C. ALUMINUV CUP ANGLE I 0 16•O.C. ----- ----- 4 (606--T6 ALLOY)AT UIDHEK7ff� 4 S (2)t/4-0 TADCONSA1tCNORS TO OSEE 6ET'.UL X FOR j0R��\ WMHER SIZE OF(� ) OR('SIDE CONNECIION 1 OR ®' SSE DETAIL x TOR 1 OR ®' TO TRACKS 4 SNE caL1¢cRox .®.©.�.a .®� SEE DETAT.x r ��„©•OT„e I, .®� SNE CahNEC11aN ®-©•�©•®O1 TO TRACKS u�6.-7-b 0.®. •®.©•�u©.®. To TX N ®•�-®•moo•_®- ®•®-®•®-®•o- o-®-®•®-®•®a®•® E O END CONNEC710N DETAIL 4 END CONNECTION DETAIL(D END CONNECTION DETAIL 0 3 +REQUIRED O Y FOR SPANS GREATER nsw ,O POURED CONCRETE OR Z-ExISO#G CLASS CONCRETE MOCK WALL EXISITNGLASS a 4 4 REQUIRED .-. - - --...--- __—___ �T WL TSiNWION /1 1/2'S.AL TO CASS(`� O 76• C Lal.SEPARA10k Y ------ ----- t1 NOR GLA E DEMO Ca. ,/2-FAN. SD4EDA70 E�CH S1�4T.T D =---_-___-_- - ---- --- ®••"\:/_"`',1'OR ON SHEFf 19 FOR NFCFIL'R!2' I,FOR RADE oAND CONCREIE SNES�a0 12.O. .__ __5� Q SHM f9 FUR m&0 ___ _ pR@ ANCHOR CEO i - a o c. -� f/2 lra. -- (� 4 _!L2 u�-- _---_ EQ _—_ $ Rt�OR Y LIN. MIN, ♦SEE LURg71a:F5 Cf USE FOR / BLACE®DN SHEET 19 ®OR®OR�OR(�OR(� VIEW Y ,��$ 1 OR (W PLAN V OR([r ��' POURED,BLOC TE OR .m-©•O-a , •�• TION CONCIIJEREOUMZD ©•O•©-©•O•®- ©•O•©-©•O•®- 1 V BLADE 0 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q END CONNECTION DETAIL @ �.® ®'® FLORIDA BUILDING CDDE(llon High Velocity Nurricone Zone �++•`�(�{;-Tl(�AA�i� 0 2015 EAS RN METAL SUPPLY•INC .. ...... ; BERTHA E 1 TM ' I L E C O i,.. A■S■S■A, Accordion Shutter System Kv.BusoE#1 w/ca w/o ILv 1HNOOA!BLADE American Shufter Systems ZLV.W Ksawran DATC 09JMEY: ML c TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13115 DATO 4/13/15 STATE OF .'� em H.M.38 t Sl.,SL.J D t9ROFA G2 K F l9al S]I ph-:(ws)an-1530.Fc::(.+05)371-1531 4266 Westroods Drive 2 PhDRAWING No FPE- ; West Palm Beach, FL 33407/ONALEUo``� wu,�a°m`Li�r1$v.PF415-085 AtS lj19I61�%RE/DATE FLORCA u /Ni67 SH 10 OF 20 SCHEDULE N1 SGHEDUL£ #2 SCHEDULE Y3 MAXIMUM SHUTTER SPAN 'L+'OR I-" MAXIMUM SHLMER SPAM 'L+' IMUM SHUTTER SPAN*'L+" (ft). FOR INSTALLATIONS W/ OR -L-' (R.)FOR R 'L (ft) INSTALLATIONS _ INIST tA_ AI T10N IEGEND NOTES*• CENTEMOM ® & or or INSTALLATIONS W/ CONCRETE& W/ ONE H.V.LOCK 0)-o'®or or SSB MANSORY WOOD (I)L+:4AXIAIUH SIGN FREE SPAN FOR . GIVEN & W/ONE HV LOCKS I-: AI ALO.ABLE PRESSURE RATING. HO LOCK �r�,W/ NO LOCKING RODS or ONE HY LOCK or or L:MAK ALLOWABLE SPAN FCR A GM1c^N'NEGATIVE KT OR W/NO LOCKING WALL A, B, C.D. E. M. N. 0. P. Q. A.S.D.Of51GN PRESSURE RATING. CEN[ERMATES®& W/ONE HV"1' W/NO Ly G RODS® ODS MOUNTING F. K&L R. S,&V. LOCK®W/TYO LOCKING RODS®TOP & (SEE:NOTES t1't) (VALID FOR MINTING (2)PROCEDURE TO GETER)A3:E MAOMUM SPAN FOR BOTTOM SEE NOTES t Tt SHEET 7) FLOOR/CEIUNG G, H. I, 11,J T. U,W&X WALL MOUNTINGS(TCW/DOTTOM)OR FLOOR/MUN,?. /� CONCRe-1f&WOOaMOUNTING { ACWH &W000 INSTALLATIONS V y T M tyy CONCRETE & M v amm YiAll MOUtr1OG f100R/cur t� vl����� DETE A POSITIVE ASA.DESIGN PRESSURE EATING, Arm'Of`a9t 7411.YSlIM1K, A3 � INSTALLATIONS MfS DEfERMIt.'E FWLONM SPAN Z+'FROM SCHEDULE tay.m uotrNTINc wI4 rt l�.c) ow GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. X C-14 -1)T ROOA/RH�iC 'm (+Oa-1 R uouaws OCrERMIK MAXIMUM SPAN 'L-'FROM SCHEDULE L I CV L� L i L-{y l 1 W L-(N L i(9 L-M I,IA�OIIUM SINTER SPAN 1+"OR 1-•FOR 30 OR 16•-O" 1d-0' Id-0' Id-0" 30 _16':0' t6'-0' 30 t6'-0' 16•-0' INSTALLATIONS INTO WOOD SHALL BE LIMBED TO FINAL MAXIMUM ALLOWA1LE SPAN IS EQUAL TO THE 35 14'-FO' 14'-10' 15'-2' X6'-0• 35 1V'-10' 14'-t0"_ 35 t5-2• 16'-t0' 105"1.AS.D.DOM PRESSURE RATING. MINIUM S DETERMINED SPAN BETWEEN'L+'AID'L 40'- 13'-10' 13'-10' 14'-2• 75-2' 40 13'-10' 73-10 ffia,-q, • 15'-2' (])PROCEDURE TO DETERMWE MAXIMUM SPAN FOR 45 f3'-1' 73'-1• 13 r 14•-3• 45 13•-1' 13'-1' ' 14'-3' •t HN CORNER CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WAIL,MOUNTINGS 50 17-5' 1Y-5' 12'-8' Is' r 50 12'-5' 12•-5 ' 13'-1; MOUNTING INSrAUATIONS.LOCKING SPECIFICATIONS W/FLOORfCF1LINC MOUNTINGS: -$5 _ _ '-1' 12'-11" 55 11'-10' 11•-1D' _ fi'-tt' SIALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A t:VEN POSIRvE A.S.D.DESIGN PRESSIIRfi 11'-r 1 - 60 11'-4' IV-4• " 10'-11' NOTE/5,SHEET S. RATING: 65 10'-f0' 1tY-10• IV-1' 1i'-f 1' 65 10'-10" 10'-10' 10'-1' DETERMINE.- 70 Ay-6' IO-6" 10'-9' IT'-S• 70 X0'-6' l0'-6• 9-4• U+"MAC.SPAN FOR WALL/CEILING OUNTri UIO+Jri. L1+�WX.SPA!FTR2(LOOK/C(7LWG MOU1lla7G 75 t0'-1• t0'-I' 10'-4' f1'-1' 75 10'-1' f0-1' 8'-9' ,t.t D(CEPT THAT MACOIUM SfURER SPAN-L+-OR INSTALLATIONS. 80 e'-7D" W-10' 10'-0' IV-9' 80 W-10' W-10' "L-'ATV MAXIMUM ASD.OMNG PDrCS=ZE RATING FOR FOR A MEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6• 976' 9'-9' 10-S• 85 9'-G• 9'-6' 06TAUAMCNS ORQ CONCRETE OR CONCRETE 13LOCK RATING: SO V-3• 9'-3• 9'-5' 10'-1' 90 9'-3' 9''-Y SKV L BE LIMITED A FOLLOWS: DITERLONC, 95 8'-0' 8'-9' 9'-2' 9'-10' 95 9'-6' B'-0' t- CONNECTIONS TO KEYSTONE 14OU14TING Lt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 e'-9' V-9, 9'-0' -lo 100 8'-0' 8'-4• UMRED TO +64,72 p.a.f.AND 8'-0'SPAN. SEE Is--MNL SPAN F'CRR FLOOR/CLIUNG MOUNTING _ NOUNIIING MO OHI SHEET 7, INSTALLATIONS. 105 e'-7• Y-11• 6'-9' 105 B'-7•-�-%'-tt' ti0 e'-<•.__; 7--_B-7' 9'-2• 110 0'-a' 7'-7' FlNAL MAMMUM ALLOWA13LE SPAN IS EQUAL TO THE 115 W-2" 7'-3" 8'-4' B'-il" 115 8•-z=^'—r-3- SEPARATION TO GLASS SCHEDULE MINWUM BERNMEN 11+',TIF-•'L•-•AND 8'-0' 6'-i i' i3'-1' 8'-9'- 120 W-O' C-t i' CII GO TO ANCHOR SC13;DtAE WIT/{FINAL WVOMUM 125 7'-10' 6'-8' V-0' W-5" 125 7'-10• 1 6'-8' ALLOWABLE SPAN AND NEGATTJE A.S.O.DESIGN 130 74--67 6'-S' 7'-10• 8•-7' 130 7'-8' 6*--5 WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7' d-2• 7'-9' rte: 135 r--r 6'-2 SEPARATION �-1_40 T-5' 5'-11" T-T T-6• 140 7'-5' 57-Y ASTM E- 996 14 7-S W-9• 7'-5' -T-3' 145 T-3' S'-9' TO GLASS 150 7'-2' 5'-7' 7'-4'� 7'-0' 150 7-2' S'-7' 155 T-0• s'-:i Y-2' 6'-9• 155 T-0• 5=5— 1 THRU 3 1" 160 W-11• 5'-2" 7'-11 _ V-7- 160 165 6'-10' S'-1• 7'-0' 170 6'-9• a'-tt" V-11' W-2• 170 175 6'-7' f'-9• 6'-9" 6'-0' 175 V-7' 160 b'-6' 4'-8• 6'-8' 5'-10• 180 6'-6' 4'-8' 10 H V BLADE 1 BS 6'-5" 4'-6' 6'-7• 5'-B• 185 V-5• 4'-6• 190 6'-4' 4'-5' 0•-6' 5'-b' 190' .__s .._.4--5- 195 _.fi.�'_......._4_3_....6'-S 5=5' 195 6.-3. V-3.. 200 6'-2" 4'-2' 6'-4' S'-3' 200 6'-2' 4'-2- 205 6'-i' s'-1' 6'-3— :i-1' 205 6'-1• 4'-1- ElORIQA Bl1MlNG CODE(Non High Velocity Hurricane Zone _ ®2015 EASTERN METAL StPPLY.INC. \\pLlliittllllggi� BTM T A S s Acordion Shutter System L E C O x ■ H.V.HVBADE#1 W1 OR W/0 H.V.11X1 DOIN 9-ADE American Shutter Systems �, DESO MIN an 0wrx H)r Lnry, c• TLLLIT TESTING & ENGINEERING COMPANY WS N.W.35.+.St.Str.Tat.000A aArCYIS,noaM sat Association, Inc. t OLD 11-192 4/13/15 OAiF 4/13/16 Ptm :(303)VI-1630.Fv t(305)871-7531 4268 Westroods Drive 2 OF— ORAWINC No ��� 4.� e-mot:titcrowaLcam West Palm Beoch, FL 33407 3 DI-0006719 15-085 o,� •, tDRt�: �a;� MALTL'R A T6Ltr h.PSI 4 . F' .•...•. FIOFZk U.i"167 3 SHEET (y E/DATE 6 11 OF 20 to MAI ANCHOR•SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE YOtRRNCS S O&H ON 91fY75 6&7) 1,AWYNOM TO SUBSTRATE SHALL BE.AS FOLLOWS: rv=cctcavoI am POI CONCROK N TO ExsnNc POURED COIMRLTE(186.F.-3 W wMw (E)WALL SILL MOUNTING ©CEILING MOUNTING H&FLOOR MOUNn4o -1/4Y TAPCON OR TAPCON WITH ADVANCED THREN"RM TELHFYJIDGT ANCHORS,AS 141wUFACM3"D BY LT.N.BUMM(11tH.re e 3 JI SPAN ANCHORS SPACING 1 EG NO -1/4.9 x 3/4•ALL PMRTs SOUDI ANCHORS.AS Da7am7m BY ALL POINTS SCREV.BUT x SPECVLTY CawANY.IV-Fo-3 lm) (ro T7E1 P W&PI RTICW LM DMPAAUXK REINA=MIG DICION NOWK AOtC TAPCON QT i/dY BLUE TAP CONOTETE ANCHORS W/CAP AS MANUFACTURED BY FTDRIM FASIQBRS DRECT,Dr.(1111.19-2 l y 30140160175190 120 160 205 30 40 75 BO 120 160 205 30 40 TS 90 170 160 2CS -i/4"/TAPPER+ANCfiDINS AS 61AI1LNFICM4D BY POW96 FASIEHFFS,@tC.,MID 06TRBVTE BY ALL DINES SCREW.POLI&SPECIALTY TAPCON WTH ADVANCTECHNOLOGY COMPANY OR ANT ITER APPR74D LICENSED OR AUTHORIZED VENDOR RECISI'_RED WITH THE AMURIM SHUTTER SYSE,LLS ASSOCMDON,INC. _ .{ 12 o e 8 a 14!12 10 e a 6 14 1 10 9 U B 6 c iHLL POINTS TEGLyCIOGY (w-fc®3 wj R 14 12 f0 D e 8 6 6 14 12 10 9 8 8 6 0 14 12 10 '9 8 '8 5 8 AL.PDINTS$9(10-SET IN 12 10 9 a a 6 a 14 12 f0 9 8 9 8 6 14 12 10 9 8 0 6 S BUC TM W/CAP NOTES: N 72 10 0 8 0 6 7 N 12 10 9 8 a 6 6 14 12 f0 9 0 B B 6 Ai)1-1414101 EMBEDMENT INTO POURED COHQQ:ET7C CI OF TAPCOR TAPCON WITH ADVANCED THRFADFURN TECHNOLOGY ANCHORS AND TAPPER+ 14 t3 f0 9 e J 83 35 N 12 10. 9 a 0 6 6 f4 12 10 D 9 8 6 o TAPPI ANCHORS IS 1 3/4'.AND FOR:BLUE TAP W/CAP ANCHORS 115 1 1/2'. 4-0• f4 12 10 9 8 0 5 0 14 12 10 9 0 0 6 0 14 12 10 8 0 8 8 53 11 12 t0 9 a 0 6 4 11 12 t0 9 0 a 8 43 11 f2 10 9 a 8 4 SS A2)YNJ4UM ELIBEMENr OF 1/4'0 x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8•Wm INTO THE Fw CONCRETE.NO COMMENT la 12 t0 9 8 a 6 11.5 to 12 1D D 0 a 8 53 N 12 10 9 8 0 6 43 INTO STUCCO SHALL BE PERIATTm•1/44-20 SS MACHINE SCREW LEE SHALL BE 1 1/2'LONG MNMUU SHOULD STUCCO COST,AND fa II 10 8 73 M 33 - 14 12 10 9 8 8 6 S 11 12 10 9 0 7 SS H 4 •S7z 13eT4`fa6 Of OSL!a 1•YI(61UY FOR WALLS WT1N NO SR1CC0. 14 12 10 9 6 Ii 8' 8 14 12 10 9 8 8 6 53 14 12 10 9 6 8 6 u 6114[ O.'Jd1.i 19 fa 12 10 9 8 7 a - U 12 f0 9 6 63 8 3.S f1 12 /0 8 65 5 35 3 AL3)IN CASE THAT PRECAST STORE.PRECAST 0I PANELS.PAVERS OR ANY VENEER RE FOUND ON THE EIOOK. STING WALL OR RO 14 12 10 9 8 73 4.51- 11 12 10 9 0 8 6 4Z114 12 10 9 8 16 43 w5 ANCHORS SHALL BE LINO ENOUGH TO REACH THE MAN STRUCTUR-c wf NO SA7 WALL FINISHES.ANCHORAGE SHALL cc AS m=ATEL ON 14 12 93 73 55 43 - - 14 12 10 9 8 7.5 53 4 14 12 10 9 a 0 a3 33 NOTES AI)d AL2)ABOVE.FOR DGTAUATNOIS ONAINTL S1ONG OR UES WITH OR WRHOUT METAL S1UO5 ODNSULT THIS ENI FOR fl 12 10 9 a 8 6 - 11 12 10 9 8 6 6 3 14 12 10 9 a W'3 73 lFSTAUATtbN INTO ETES WITH METAL STUDS SEE SHEET 20. 14 113 10 9 73 53 J - 14 1f f0 83 7 33 '... 3 i4 72 a 83 SS 4 7 14 12 lD 0 6 a - N 1 i v e as 14 75 a 12 10 80 e a 4 (e) 10 OUSTI11 OUSTING CONCRETE 0C:(ASTM c-DO) 14 12 6 0.5 93 3 - 14 12 10 0 o 63 45 3.4 14 12 10 a 7 5 3.5 3 -1/4'9 TMIOON OR TAPCON WITH ADVANCED TIREADFORM TECHNOLOCr ANCHORS,AS MANUFACTURE BY I.T.M.BUHDDL 114 12 10 9 8 8 - - 14 12 f0 9 0 1 S 4 14 12 10 9 73 53 4 3 -1/4Y x.3/4"AL PONFS SOLID-SFS ANCHORS.AS CSTROIUfE BY ALL PDMS SCREW.BOLT 4 SPECIALTY CONPAITY. _O. 14 ti 10 a 03 a - f4 f2 B 7S 6 4.3 33 114 0.5 7_S5 43 35- -174'0 BLUE TM CONCRETE ANCHORS W/CAP AS M NUrACRIRED B.Y FLORM FASTDOM DINER.INC. 14 12 10 ab 7 4 - 14 12 10 f1 73 53 4 - 14 12 0 7 73 4.8 - -1/4'7 TAPPER.ANCHORS AS MMAIPACTURED BY POWERS FASTENERS,OIC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 f 1 7 SS 43 - - 14 f2f0 9 73 33 4 - 14 12 9 7 8 43 3 _ COI OR ANY OTHER APPROVED LICENSED OR AUfHORM VENCOR RMISLER£D WTH THE AMMAN SHUTTER SYM04 ASSOCIATION,INC. B•-0- 14 12 10 9 8 E.S - 14 12 10 9 8 6 ♦ - 14 12 10 a 63 5 3S ._,..__ Norm 14 12 a3 7 ay 3�- 14 12 ..e 65 SS { 3 - 23 9S 6 3 4 3 - - B.i)VDI UNBEOMNT DUO CONCRETE BLOC.OF TMCON,BLUE TAP W/CAP ANCHORS AND TAfPE7R+ANCTF5,Z5 6 1 Ifo'AFD TAPCON 11 12 93 73 6 - - - 14 12 IM 0 GS S -i- 1+ 12 0 0 63 a - - WITH ADVANCED THRFAOFORM TEpp{,NOLO(Y,•A D ORS 95 1•. 13 93 65 5 33 - - 14 12 8 63 6 - 114 12 8 6S 5 4 9.�. 14 12 l0 9 a - - - 14 12 9 73143 - - 14 12 a5 7 5.3 a - - B.2)LO"M EYBED4ENT OF 1/4"0 x 3f4'ALL POeNiS Sp,.T-SET ANCHORS 51V21 BE RELY EIf&DDED INTO THE COth-RETE BLOFX,ND /4 113 73 6 4 - - - 1� 11 7 53-'3 33 _11 0 53 45 33 - - E4Br'DMFNT INTO STUCCO&JA L BE PERIBF7ED.1/4.6-20 S5.MACHINE SCREW USED W44L BE 1 1/2'LONG WN:MUM SHOI STUCCO 14 12'B O.S{.5 - 14�i2.03�7 53 4 - - f1 OS 7 53 6 43 - DOST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. U-5 Bb 53 4 - 14 12 9 7 0 43 N 11 7 33 u 33 10.-D- 14 12 10 9 73 - -- - l4 12 10 L 63 5 - -• 14 11 6 6 5 4 - - B.3)N CASE THAT PRECAST SHONE,PRECAST CONCRETE PANELS.PAVERS OR MY VENEER BE FOUND ON 114E DIISTINNG WALL OR FLOOR, T4-f 7 S 33 - - 13 93 93 5 4 S - - 10 73 S 4 3 - - - ANCIINiS QUAL SE Lot=ENOUGH TO REACH THE AWN STRUCTURE DOIND SAID WALL iNLSHM ANCHORAGE STWl BE AS INDICATED ON U 11 73 65 - - 14 f i5 9 6 $ 4 - 23 93 ft S 4 4 - - NOTES B.i)h B2)�FOR INSTALLATIONS CN VINYL MING OR UES WITH OR W1tH0UT METAL SMAS CONAULT TINS ENMNEFR. OS a S - 14 12 8 83 SS 4 - 13 10 05 S 4 3 FOR INSTALLATION INIO EIF5 WITH METAL STUDS SEE SYF2T 20. il•-O' 14 f]10 - - - - - 12 9 9 . 6 43 - - N ICU 7 r:.5 lb 33 - - C ANCHORS SWILL BE NSTALLm FOLLOWING ALL OF THE R=VENDATICNS AND 54ECOTGTIDHS OF TIE AtNCHOR'S VANLFA.=tEF. 23 93 5 - 12 9 8 IS 1 1 3 9 7 43 33 1 () 14 10 7 - - - - - f4 103 i 53 13 - - - 1.5 85 53.45 3 -1- (0) SEE SCHEDULE BELOW FOR EDGE DSTANCE(EO.)VERSUS SPACING RELAT09SIOP FOR ANCHORS. 95 7 45 - - 1/ 13 75 0 S t2 2 6 l 4 _ f4 i2 10 - - - - - 4 12 0 13 10 63 5 a DISTANCE VERSUS SPAOINa SCHEDULE FOR ANGNORc• us 2:E1.3 .. 11 D 3.5 1 3.5 - - - e 5� 4 3 - - - - MAIDWM ANCHOR SPAM"ARE VAUD FOR LOGE DISTANCES INDICATED BELOW.FOR E 0.LESS TNM.In NiarkTED.Fw3m Ammst SPA= 3S 95 6 - - 1J 9s 63 3 s - OS 6 5 4 - TAY MULTIPLYING SPACIN0 SHOWN ON SCHEDULE BY THE FOLUOK1NG FACT 0 63 - _ - _ - - 14 10.3 7 33 13 - - 11 SS 53 1.5 33 - __ _ REDUCED SPACING 00fNNFA It'.2NC'FACTOR SW.LL NOT BE LESS AWN MDANUN SPA:NG NDCATED FOR EACH ANGOR TYPE. 13'-0•a 12 - _ _ 14 !-lb 71 a 12 9 6 is 4 - - - FACTOR OS e - - - - 10 73 5 4 3 - - - 73 53 4 3 - - - - ACTUAL 23 8.3 - - - _ - t2 9 6 4s 4 - - - vs 7 a . - - - - EDGE TAPCON TAPCON WITH ADVANCED AL POINT SOLID SET BLUE TAP W/CAP- TAPPER+ e 6 - - - - - - 13 93 as S - - - - 0.5 15 5 - - - - y DICIANCE TM"�DroN'L �T MN.SPACING 1�112 _ _ _ _ _ - 11 95 7 33 - - - - 11 8.5 53 43.- - - WL SPACNO-3' UR SPACING-r MN.SPACNG-3 1/27 JUL SPACNc=3' 3 3/4' 4' 14--0- lD 7s - - - - - - e 7 43 ss - -,= - 7 5 is 3 I- - - - (1)HV B D W epNtREtE �FRP mLeT£ mo ZE I3DCX moa e a CONCRETE a POUR D m�ca�tE BEI 15 8 _ _ _ - - _ 11 a 55 43 _ _1_ _ 9 85 45 _ _ _ _ _ W 1►N -a fi'L M-31/2'W ED•2 1 Y!I.FD.3 1aR Val EM-3 1/r EL`-2 ifl 73 - - - - -f- 12 0 6 _ _ _ - - 93 1 43 - - - - - ar BLADE WORKING 3• 1.0 a" t.0 9 - _ _ _ _ _ _ 83 85-4 ==-=. 2 1/2• - 0.81 lA - - 0.67 1.0 - a3 a 4 - IN UNISON♦ 2- alt ost 7 - - - - IS a3 5.5 - - - -1 9 19Z 14b - - - - 0.43 - 14 1 110 17.515 45 3 - _ 22- _ d--: 1 7/2 0a3g1145 - - - - - - 9b 7 5 - - - - - e a 4 - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane TILL/?'-z% 0 2015 EASTERN META.SUPPLY.INC_ �r ENSe', BERTHA HYTM Z77i�LTE �O ,,, A■SSA■ Accordion ShutterKV.aanE#1 w/OR w/o RV.v�N�a�v IMAX aaoE American ShUffer Sysfems lv. tlt5cfr✓nDN aT CROWN BY, ut Cts TIWT TESTING &ENGINEERING COMPANY STptE OF :4A A.,.14.6.Sw+w.Str.302.YF�J W Gw00a nSAl�l 331 Assocfafion. Inc. 1 OLD 11-192 +/13/15 aAlc 4/13/16 PWoO+:(303)871-1530.Fox:(JCS)671-ISSN 42&8 Weslroods Drive 2 '• pc 0 9 m6.L s oOo�c� West Palm Beach, FL 33407 3 ORAYiiNO No xxi sloil F\\--\\\\ 1[4.TUR A TCI 4,P.E. 4 I S'-OSS P.E.IYSNERk1! 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